Attachment B
New Subdivision Improvement Agreement
RECORDING REQUESTED BY
CITY OF VICTORVILLE
WHEN RECORDED RETURN TO:
CITY OF VICTORVILLE
ENGINEERING DEPT.
14343 CIVIC DR.
VICTORVILLE, CA 92392
APN Nos. : 3133-311-01, thru 10, 3133-321-01 thru 18, 3133-311-11 thru 22, 3133-311-33 thru 34, 3133-331-01 thru 07, 3133-331-14 thru 16, 3133-031-17 thru 27, 3133-321-24 thru 39, 3133-031-28 thru 38, 3133-331-60 thru 62, 3133-031-64 thru 73, 3133-331-63 thru 68, 3133-331-71 thru 78, 3133-031-74 thru 83, 3133-331-79 thru 94, 3133-031-84 thru 88, 3133-321-45 thru 49, 3133-311-35 thru 42, 3133-321-60 thru 69, 3133-311-75 thru 82; and 3133-321-70 thru 74 Recording of this document is fee exempt under
Government Code Section 27383
SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 16792
THIS SUBDIVISION AGREEMENT ("Agreement") is made and entered into by and between the City of Victorville, hereinafter referred to as "City" and Desert-Candle, LP, A California Limited Partnership, hereinafter referred to as "Subdivider". City and Subdivider are sometimes hereinafter referred to individually as a "Party" and collectively referred to as the "Parties.".
RECITALS
WHEREAS, Subdivider is currently the record fee owner of that certain real property situated in the City of Victorville, County of San Bernardino, State of California, as more particularly described in Exhibit 'A', attached hereto and incorporated herein by this reference (the "Subdivision"), and the successor in interest to those certain final Subdivision Tract Map No. 16792 (hereinafter called "Maps") originally recorded in the office of the San Bernardino County Recorder ("County Recorder's Office") by _Sorrento Hills, LLC., (hereinafter referred to as "Original Developer"") on _January 31, 2006_as Document No. 2006-0069203_ for Tract Map No. 16792: and, WHEREAS, in order to receive approval from the City for said Map, Original Developer had previously entered into a secured Subdivision Agreement with the City recorded on_January 31, 2006 , as Document No. 2006-0069203.
For Tract Map No. 16792, in the County Recorder's Office promising to construct and install the public improvements required by the Map and complete the related work for the Subdivision in accordance with the conditions of approval, all as required by the City's Planning Commission (the "Obligations"); and, WHEREAS, pursuant to that certain Grant Deed recorded on March 29, 2010, concurrently herewith as Document No.2010-0118956 in the County Recorder's Office, title to the Subdivision was subsequently transferred to the Subdivider; and,
WHEREAS, Subdivider, as the new owner of the Subdivision, is prepared to assume and perform the Obligations associated with the Map and the Subdivision (as updated and set forth in this new Agreement) in accordance with the Subdivision Map Act of the State of California (the "Map Act") and Titles 17 and 16 of the Victorville Municipal Code ("VMC").
NOW THEREFORE, for and in consideration of the approval of the Map and of the acceptance of the dedications therein offered, and in order to ensure satisfactory performance by Subdivider of Subdivider's obligations under said Map Act and SAID Titles 17 and 16 of the VMC, the Parties agree as follows:
1. Performance of Work
Subdivider will do and perform, or cause to be done and performed, at Subdivider's own expense, in a good and workmanlike manner, and furnish all required materials, all under the direction and to the satisfaction of the City Engineer of City, all of the work and improvements required by the City Planning Commission for this Subdivision in accordance with the plans and specifications on file as herein specified, or with any changes required or ordered by said Engineer, which in his opinion are necessary or required to complete the work. Any sewer work or water supply work shall be subject to the approval of the respective special districts having to do with the said types of work (See Exhibit C attached hereto for the Engineer's Cost Estimates.)
2. Work: Places and Grades to be Approved by Engineer
All of said work is to be done at the places, of the materials, in the manner, and at the grades, all as shown upon the plans and specifications therefor, heretofore approved by City Engineer and which are now on file in his office, and to the satisfaction of said City Engineer. The actual work of surveying shall be performed by the Subdivider's engineer.
3. Specifications
a) The Required Improvements and work embraced herein shall be done in accordance with the provisions of the Greenbook Standard Specifications for Public Works Construction, as adopted by the Greenbook Committee, current edition, insofar as they may apply (hereinafter the "Greenbook Specifications"), and the City of Victorville Standard Specifications for Public Improvements (hereinafter the "City Standard Specifications"). Whenever in the Greenbook Specifications the following terms are used, they shall be understood to mean the following:
(1) Agency: City of Victorville, California.
(2) Board: Victorville City Council
(3) Engineer: Whenever the term is not qualified, shall mean the City Engineer of the City of Victorville, California acting either directly or through his properly authorized agents, each agent acting only within the scope of the authority delegated to him.
(4) Laboratory: The laboratory to be approved by the City of Victorville to test materials and work involved in the construction provided for under this agreement.
(b) In case of conflict between the Greenbook Specifications and the City Standard Specifications, the City Standard Specifications shall prevail.
(c) In case of conflict between the Greenbook Specifications, the City Standard Specifications, and the Approved Plans and this Agreement, the Approved Plans and this Agreement shall take precedence over and be used in lieu of such conflicting portions of the Greenbook Specifications or City Standard Specifications.
4. Work: Time for Completion
City hereby fixes the time for the completion of said work to be within two years after the date this Agreement is fully executed by all Parties with the County Recorder of San Bernardino County. At least two (2) calendar days prior to the commencement of work hereunder, Subdivider shall notify City Engineer of the date fixed by Subdivider for commencement thereof, so that city Engineer shall be able to provide services of inspection.
5. Time of Essence - Extension
Time is of the essence in this Agreement; provided, that in the event good cause is shown therefor, the City Manager may extend the time for completion of the improvements hereunder. Any such extension may be granted without notice to the Subdivider's surety, and extensions so granted shall not relieve the surety's liability on the bond to secure the faithful performance of this agreement. The City Manager shall be the sole and final judge as to whether or not good cause has been shown to entitle Subdivider to an extension. All references to the City Manager in this Agreement shall be deemed to include his/her duly authorized designees.
6. Repairs and Replacements
Subdivider shall replace, or have replaced, or repair, or have repaired, as the case may be, all pipes and monuments shown on the map which have been destroyed or damaged, and Subdivider shall replace or have replaced, repair, or have repaired, as the case may be, or pay to the owner, the entire cost of replacement or repairs, or any and all property damaged or destroyed by reason of any work done hereunder, whether such property be owned by the United States or any agency thereof, or the State of California, or any agency or political subdivision thereof, or by the City or by any public or private corporation, or by any person whomsoever, or by any combination of such owners. Any such repair or replacement shall be to the satisfaction, and subject to the approval, of the City Engineer.
7. Permits: Compliance with Law
Subdivider shall, at Subdivider's expense, obtain all necessary permits and licenses for the construction of such improvements, give all necessary notices and pay all fees and taxes required by law. Subdivider agrees to procure, at his expense, any necessary permits required for the opening of any state or county roads or easements outside the jurisdiction of City.
8. Superintendence by Subdivider
Subdivider shall give personal superintendence to the work on said improvement, or have a competent foreman or superintendent, satisfactory to the City Engineer, on the work at all times during progress, with authority to act for Subdivider.
9. Inspection by City
Subdivider shall at all times maintain proper facilities, and provide safe access for inspection by City, to all parts of the work, and to the shops wherein the work is in preparation.
10. Contract Security
hundred percent (100%) of the approved Engineer's estimate of the costs to complete the work and by this reference) as security for the faithful performance of this Agreement.
Similarly, Subdivider shall furnish a bond in an amount equal to at least fifty percent (50%) of said Engineer's Cost Estimate to complete the work and improvements as security for the payment of all persons performing labor and furnishing materials in the construction of this Subdivision, including any claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the California Civil Code.
Guide rating of no less than A-) and written on such forms as may be provided by State statute for such purposes and approved by the City, or in such other form as may be provided for by law and satisfactory to City. Security instruments shall be worded and dated to become effective immediately upon failure of the Subdivider to complete the work and improvements specified in this Agreement within the two-year period allowed or any extensions thereof granted by the City.
11. Hold-Harmless Agreement
(a) To the fullest extent permitted by law, Subdivider agrees to and shall defend, indemnify, and hold harmless the City, its officers, employees, agents, and elective and appointive boards from and against any and all claims, losses, damages, including property damage, personal injury, including death, costs, including attorney fees, and liability of any kind or nature directly or indirectly arising out of or in any way connected with performance under this Agreement and/or the construction of the Required Improvements by the Subdivider, its contractors or subcontractors, or of any person directly or indirectly employed by, or acting as agent for the Subdivider, its contractors or subcontractors, save and except those matters arising from the sole, active negligence of the City.
(b) This defense, indemnification, and hold harmless provision shall extend to claims, losses, damage, injury, costs, including attorney fees, and liability for injuries occurring after completion of the construction of the Required Improvements as well as during construction, and shall apply regardless of whether or not the City has prepared, supplied or approved the plans and/or specifications for the Required Improvements or has inspected or accepted the same.
(c) Acceptance of insurance required under this Agreement shall not relieve Subdivider from liability under this defense, indemnification, and hold harmless provision. Subdivider's obligation to indemnify shall survive the expiration or termination of this Agreement, and shall not be restricted to insurance proceeds, if any, received by City.
(d) The Parties intend that this Section 11 shall be broadly construed to effectuate its purpose.
12. Subdivider's Insurance
Subdivider and any of contractors or subcontractors performing work hereunder on Subdivider's behalf shall procure and maintain at its own expense, during the term of this Agreement (and during any extensions thereof) the following minimum policies of insurance and comply with all other provisions of this Section 12:
1) Commercial General Liability Insurance ("CGL"): . Insurance Services Office Form CG 00 01 covering CG on an "occurrence" basis, including products and completed operations, property limit shall be twice the required occurrence limit.
2) Commercial Vehicle (Automobile) Liability Insurance: ISO Form Number CA 00 01 covering any auto (Code 1), with a combined single limit of not less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.
3) Workers' Compensation Insurance: As required by the State of California, with Statutory Limits, and Employer's Liability Insurance with limit of no less than One Million Dollars ($1,000,000) per accident for bodily injury or disease.
Additional Insurance Requirements. With respect to the policies of insurance set forth above, compliance with the following is also required:
1) Additional Named Insured. Notwithstanding any inconsistent statement in any required insurance policies or any subsequent endorsements attached thereto, the CGL policy, shall be endorsed to name the City and its officers, officials, employees, servants, volunteers, agents and independent contractors, including, without limitation, the City Attorney, as Additional Insureds with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Subdivider's insurance (at least as broad as ISO Form CG 20 10 11 85 or if not available, through the addition of both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 if a later edition is used). 2) Waiver of Subrogation Rights. Subdivider shall require the carriers of all required insurance policies to waive all rights of subrogation against the City and its officers, officials, employees, servants, volunteers, agents, and independent contractors and subcontractors which any insurer of said Subdivider may acquire against the City by virtue of the payment of any loss under such insurance. Subdivider agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.
3) Proof of Insurance Coverage; Required Additional Endorsements. Subdivider shall secure from a good and responsible company or companies authorized to transact insurance business in the State of California, the policies of insurance required by this Agreement and furnish to the City Clerk certificates of insurance evidencing the required coverage, and the following policy endorsements, at least ten (10) business days prior to commencement of any work required under this Agreement.
(A) Each insurance policy required by this Agreement shall provide that coverage shall not be canceled, except with written notice to the City. (B) For any claims related to this Agreement, the Subdivider's insurance coverage shall be primary and non-contributory and at least as broad as ISO CG 20 01 04 13 as respects the City, it's officers, officials, employees, servants, volunteers, agents and independent contractors and subcontractors. Any insurance or self- insurance maintained by the City, its officers, officials, employees, servants, volunteers, agents and independent contractors and subcontractors shall be excess on the Subdivider's insurance and shall not contribute with it. This requirement shall also apply to any Excess or Umbrella liability policies 4) The Subdivider may use Umbrella or Excess Policies to provide the liability limits as required in this Agreement. This form of insurance will be acceptable provided that all of the Primary and Umbrella or Excess Policies shall provide all of the insurance coverages herein required, including, but not limited to, primary and non-contributory, additional insured, Self-Insured Retentions (SIRs), indemnity, and defense requirements. The Umbrella or Excess policies shall be provided on a true "following form" or broader coverage basis, with coverage at least as broad as provided on the underlying Commercial General Liability insurance. No insurance policies maintained by the cover a bay s Additional Insureds, whether primary or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until the Subdivider's primary and excess liability policies are exhausted.
5) All insurance requirements contained in this Agreement are applicable to any contract for completion of the work entered into by Subdivider and/or any of Subdivider's contractors, subcontractors, agents, and/or employees. Subdivider shall not commence any work under this Agreement until Subdivider has obtained all insurance required under this Section, nor shall Subdivider allow any contractor or subcontractor to commence work on any contract or subcontract until all insurance required to be obtained by Subdivider has been obtained by such contractor or subcontractor and approved by the City. Subdivider and its contractors or subcontractors shall provide the City with not less than thirty (30) days' notice prior to the cancellation, reduction or termination of any insurance coverages required by this section and shall provide replacement policies acceptable to the City prior to any such cancellation, reduction, or termination of coverage. 6) All requirements set forth in this Section shall appear either in the body of the insurance policies or as endorsements and shall specifically bind the insurance carrier.
13. Title to Improvements
Title to, and ownership of all Required Improvements constructed hereunder by Subdivider shall vest absolutely in City upon completion and acceptance of such Required Improvements by City. Until such time as the Required Improvements are accepted by City, Subdivider shall be responsible for and bear the risk of loss to any of the Required Improvements constructed or installed and shall be responsible for the care, maintenance of, and any damage to such Required Improvements. Neither City, nor any of its agents, officers, or employees shall be liable or responsible for any accident, loss, or damage, regardless of cause, happening or occurring to the Required Improvements prior to the completion by Subdivider and acceptance of same by City.
14. Repair or Reconstruction of Defective Work
If, within a period of one year after final acceptance of the work performed under this Agreement, any structure or part of any structure furnished and/or installed or constructed, or caused to be installed or constructed by Subdivider, or any of the work done under this Agreement, fails to fulfill any of the requirements of this Agreement or the specifications referred to herein, Subdivider shall without delay and without any cost to City, repair or replace or reconstruct any defective or otherwise unsatisfactory part or parts of the work or structure.
Should Subdivider fail to act promptly or in accordance with this requirement or should the exigencies of the case require repairs or replacements to be made before Subdivider can be notified, City may, at its option, make the necessary repairs or replacements or perform the necessary work and Subdivider shall pay to City the actual cost of such repairs, plus fifteen percent (15%).
15. Subdivider not Agent of City
Neither Subdivider nor any of Subdivider's agents or contractors are or shall be considered to be agents of City in connection with the performance of Subdivider's obligations under this Agreement.
16. Cost of Engineering and Inspection
Subdivider shall pay City in accordance with Title 17, of the VMC, for all engineering, inspection, and other services furnished by City in connection with the Subdivision.
17. Default: Notice
The following events shall constitute a default under this Agreement: If Subdivider refuses or fails to prosecute the work on the Required Improvements, or any part thereof, with such diligence as will ensure its completion within the time specified, or any extension thereof, or fails to complete the Required Improvements within such time; if Subdivider should be adjudged a bankrupt, or Subdivider should make a general assignment for the benefit of Subdivider's creditors, or if a receiver should be appointed in the event of Subdivider's insolvency; or if Subdivider or any of Subdivider's contractors, subcontractors, agents, or employees should violate any of the provisions of this Agreement. In the event of Subdivider's default, the City may serve written notice upon Subdivider and Subdivider's surety of the default under this Agreement. Subdivider shall have fifteen (15) days from receipt of written notice by City to cure any such default.
18. Breach of Agreement; Performance by Surety or City
(a) In the event Subdivider is in default under this Agreement, and the applicable cure period set forth in Section 17 hereof has expired without such default having been cured by Subdivider, Subdivider shall be deemed to be in breach of this Agreement and the City may thereafter deliver a notice of breach to Subdivider's surety, and such surety shall have the duty to take over and complete the work on the Required Improvements; provided, however, that if the surety within fifteen (15) days after the serving of such notice of breach upon it does not give the City written notice of the surety's intent to take over the performance of the Agreement, or does not commence performance thereof within fifteen (15) days after notice to the City of such election, then the City may take over the work and prosecute the same to completion by contract, or by any other method the City may deem advisable, for the account and at the expense of the Subdivider, and the Subdivider's surety shall be liable to the City for any excess cost or damages incurred by the City.
In such event, the City, without liability for so doing, may take possession of and utilize in completing the work such materials, appliances, plants or other property belonging to Subdivider as may be on the site of the work and necessary, therefore. The remedy provided by this paragraph is in addition to, and not in lieu of, other remedies available to the City. The City reserves to itself all remedies available to it at law or in equity for a breach of Subdivider's obligations under this Agreement. (b) In addition to any other remedy the City may have, a breach of this Agreement by the Subdivider may result in the Subdivision being reverted to acreage and shall further constitute consent to the filing by the City of a notice of violation against all the lots in the Subdivision. Subdivider agrees that the choice of remedy or remedies for Subdivider's breach shall be in the discretion of the City. If the form of contract security is other than a bond, the City, after giving notice of breach of the Agreement, may proceed to collect against the contract security in the manner provided by law and by the terms of the security instrument. (c) The failure of City to take an enforcement action with respect to a default, or to declare a default or breach, shall not constitute a waiver of that default or breach, or any subsequent default or breach of Subdivider.
Any failure by the City to enforce any provision of this Agreement shall not be construed as a waiver of the right to compel enforcement of such provision(s) and further shall not act to release any surety from its obligations under this Agreement.
(d) In the event that Subdivider fails to perform any obligation hereunder, Subdivider agrees to pay all costs and expenses incurred by City in securing performances of such obligations, including costs of suit and reasonable attorney's fees.
19. Completion
(a) Subject to the provisions of subdivision (b) of this Section, upon completion of all the Required Improvements, and upon the City Council authorizing a written Notice of Completion and Acceptance of said work, the City will release all hold and any claims to eighty percent (80%) of the amount of securities posted for faithful performance as specified in Section 10, above. The remaining twenty percent (20%) shall be held by the City for a period of one (1) year after the date of the Notice of Completion as a guarantee bond to secure the performance of Section 14 of this Agreement and shall thereafter be released. (b) The provisions of subdivision (a) of this Section notwithstanding, if the Subdivision is part of any City maintenance assessment district, the faithful performance security shall not be released, and no Required Improvements shall be accepted by the City unless and until Subdivider has paid to City any fees required to operate and maintain the Required Improvements until such time as the City has received the first maintenance assessment disbursement from the County.
(c) The amount specified in Section 10(b) above for labor and materials security shall be reduced or released pursuant to the provisions of Section 66499.7(h) of the Map Act.
20. Notices
All notices required by or provided for under this Agreement shall be in writing and delivered in person or sent Votices shall be addressed as follows
If to City: City of Victorville
Attention: City Engineer
P.O. Box 5001
14343 Civic Drive
Victorville, CA 92393-5001
With a copy to: Green, de Bortnowsky & Quintanilla, LLP 30077 Agoura Court, Suite 210
Agoura Hills, CA 91301
Attn: Andre de Bortnowsky, City Attorney
If to Subdivider: Desert-Candle, LP, A California Limited Partnership 1000 Dove Street, Suite 300
Newport Beach, CA 92660
With a copy to:
If to surety:
Any Party or the surety may change such address by notice in writing to the other Party and thereafter notices shall be addressed and transmitted to such new address.
21. Binding Effect of Agreement
This Agreement shall be binding on and inure to the benefit of the Parties to this Agreement and their heirs, personal representatives, successors and assigns.
22. Severability: Modification; Entire Agreement
The provisions of this Agreement are severable. If any portion of this Agreement is held invalid by a court of competent jurisdiction, the remainder of the Agreement shall remain in full force and effect unless amended or modified in writing by the mutual consent of the Parties. This Agreement, together with all exhibits, Commission Resolutions, maps and plans expressly referred to herein, constitutes the entire agreement of the Parties and supersedes any prior written or oral agreements between them with respect to the subject matter hereof. All modifications, amendments, or waivers of the terms of this Agreement must be in writing and signed by the appropriate representatives of the Parties.
23. Authority of Executing Parties
The persons executing this Agreement warrant and represent that they are duly authorized to execute this Agreement on behalf of and bind the Party each purports to represent.
24. Incorporation of Recitals
The Recitals to this Agreement, and any definitions set forth therein, are hereby incorporated into in the terms of this Agreement by this reference. The following exhibits are attached to this Agreement and incorporated into this Agreement by this reference:
Exhibit A - Legal Description of Subdivision
Exhibit B - Tract Map
Exhibit C - Approved Engineer's Cost Estimates
[END OF THIS PAGE]
[SIGNATURES TO FOLLOW]
•
DATED this 14 day of _ May _20 25
SUBDIVIDER CITY
Desert-Candle, LP. A California Limited Partnership City of Victorville By:
Name: Nelson Chung
By:
Title: President
Name:
Date: 5-14-2025
Title: Mayor
ATTEST:
(Proper Notarization of Subdivider's
Signature is required and shall
attached)
By Jennifer Thompson, City Clerk
APPROVED AS TO FORM:
Andre de Bortnowsky, City Attorney
City of Victorville Risk Manager
Sandra Bostick
ACKNOWLEDGMENT
A notary public or other officer completing this
validity of that document.
State of California
County of Orange
On 05/14/25 before me, Araceli Esquivel, Notary Public
(insert name and title of the officer)
personally appeared Nelson Chung
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
ARACELI ESQUIVEL
Notary Puolic - California
WITNESS my hand and official seal. Orange County
Commission * 2438881
My Comm. Expires Feo 20, 2027
unl
Signature (Seal)
EXHIBIT A
LEGAL DESCRIPTION
Tract 16792
EXHIBIT B
TRACT MAP
SHEET 1 OF 10 SHEETS
IN THE CITY OF VICTORVILLE
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TRACT MAP NO. 16792
BEING A SUBDIVISION OF THE NORTH 1/2 OF THE NORTHEAST 1/4 O SECTION 30, 5N, R.5 W AN BERNARDINO MERIDIAN
DH CIVIL ENGINEERING, INC. MARCH, 2005
OWNERS' STATEMENT: 'ENGINEER'S STATEMENT:
INNEXE
SAID MAP AND SUBDIVISION AS SHOWN WTHIN THE SUBDIMSION BOUNDARY LINES, VICTORVLLE, "LANDSCAPE EASEMENTS" ONUMENTS SHOWN,
MAINTENANCE LANDSCAPING, SHOWN
66496 OF THE SUBDIVISION MAP ACT, AND WILL BE SUFFICIENT TO ENABLE THE SURVEY TO 8E RETRACED LOT: AND LOTS 37 THROUCH 72 INCLUSIVE, SHOWN ON SAD MAP AS 1 HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED
TENTATIVE MAP
DATED October 22M 2025 OINH CONG
EXP. 06/30/06
ANH CONG HO R.C.E. 33106 CIVIL
SORRENTO HILLS, CALFOR LABILITY COMPANY EXPIRES 6/30/06 STATE OF CALEO CITY ENGINEER'S STATEMENT:
(print nome & title) (print name & title) I HEREBY STATE THAT I HAVE EXAMINED THE ANNEXED TRACT MAP, AND THAT THE SUBDIVISION SHOWN
DOUG STEWART - DIVISION PRESIDENT THEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE THAT ALL THE PROVISIONS OF CHAPTER 2 OF THE SUBDIVISION MAP ACT AND
VICTORVLLE MUNICIPAL CODE HAVE BEEN COMPLIED WTH, AND I AM SATISFIED THAT THIS FIRST AMERICAN TITLE COMPANY, TRUSTEE UNDER DEED OF TRUST RECORDED SEPTEMBER 16, 2005 AS TRACT MAR IS TECHNALLY MIRECT INSTRUMENT NO. 2005-0692527 OF OFFICIAL RECORDS.
DATED 1/6/06 - 20
Chasted J. Come
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JOHN A. CITY No. 40935
MoGLADE,
MATE OF CALE Exp. 3/3
CAPIRES 09/30/00
RCE 40935, EXPIRES 03/31/07
SHE OF CALIFORNI CIVIL
CITY COUNCIL'S ACCEPTANCE CERTIFICATE:
I HEREBY CERTIFY THAT THE CITY COUNCIL oF
AND LET FOR NOR DEAN AND ACEPT STREETS AND LANDSCA AND PASSED, APPROVED THE ANNEXED TRACT MAP
EASEMENTS SUBJECT TO IMPROVEMENT IN ACCORDANCE MTH THE CITY OF VICTORVILLE STANDARDS AND ALSO ACCEPTED THE "NON-VEHICULAR ACCESS RIGHTS.
1-5-06
CARO CERE DES THE CITY OF VICTORVLLE
NOTARY ACKNOWLEDGMENT: STATE OF CALIFORNIA
STATE OF CALIFORNIA By: muce Wilters _ DEPUTY
COUNTY OFSan Bernardins? sS. marcie Wolters
aN* Chandur FORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED Coug Stewart
AUDITOR'S CERTIFICATE:
PERSONALLY KNOWN TO ME (OR PRO ED TO ME FO ON THE BASIS OF SATISFACTORY-EMDENGE) TO AS OF THIS DATE, THERE ARE
WHOSE NAME'SY SWARE SUBSCRIBED TO THE PROPERTY SHOWN THE ANNEXED FOR UNPAID STATE COUNTY,
RUMENTAR
TO ME THAT C AHEY EXECUTED THE SAME IN AS NER/THEIR AUTHORIZED ASSESSMENTS COLLECTED TAXES, EXCEPT TAXES OR INSTRUMENT THE(PERSUN(5) OR SPECAL ASSESSHENTS NOTYET PAYABLE ESTMATED TO BESI 79,900.i
THE ENHIT MUN BEMALF OF
DATED: 1/20/060 COUNTY AUDITOR
MTNESS MY HAND. COUNTY OF SAN BERNARDINO, CALIFORNIA
1A. Chaneller MY PRINCIPAL PLACE OF BUSINESS IS
(signature) San Bernardine COUNTY By Drala Light com
K Chandler MY COMMISSION EXPIRES Deceaber 12, 292P
(print name)
NOTARY ACKNOW EDGMENT: BOARD OF SUPERVISORS' CERTIFICATE:
STATE OF CALIFORNIA I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ 19,900€
THE BOARD OF SUPERVISORS OF HE COUNTY OF SAN STATE OF CALIFORNIA,
UPON TAXES,
ASSESSMENTS, COLLECTED AS
COUNTY OF SAN BERNARDINO ARE A LIEN AGAINST SAID PROPERTY, BUT NOT YET PAYABLE AND THAT oN Neumber 2, 2005 - BEFORE ME, THE UNDERSIGNED, A NOTARY PUBUC IN AND THE SUBDIVDER HAS FILED WITH ME A CERTIFICATE BY THE PROPER OFFICER GIVING HIS ESTIMATE OF FOR SAID STATE, PERSONALLY APPEARED Obses THE AMOUNT OF SAID TAXES AND ASSESSMENTS, AND SAID BOND IS HEREBY ACCEPTED.
DATED: 1/20/04
OF ME COUNT A DERN OF SUERSORS
ACKNOWLEDGED
CAPACITY(leS). THE INSTRUMENT THE PERSON(S) OR yello
THE ENTITY UPON BEHALF ICH THE PERSONS ACTED EXECUTED THE INSTRUMENT BY:
CITY COUNCIL'S ADANDONHENT CERTIFICATE:
-__ COUNTY 1 HEREBY CERTIFY THAT PURSUANT TO SECTIONS 66434 (g) AND 66477.2 OF THE SUBDIVISION MAP ACT
TERMINATION (ABANDONMENT)
AmANDA R. CLAYPOOL
(print name) KNOW AS BRACE STAND THE NOR FEET PORTION OF THAT CERTAIN (ABANDONED) PORTIONS NOT SHOWN ON THE PLAT HEREIN.
DATED: 1-05-04 ROCKIN
CLERK
BY Menci Woltera DEPUTY
marcie. Wolkers
SAN BERNARDINO COUNTY RECORDER'S CERTIFICATE:
AS BEEN FILED UNDER DOCUMENT NUMBER 2006-0043018
SIGNATURE OMISSION: THIS LIDAY OF JANUARY
- AT THE REQUEST
THE SIGNATURES QF THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, THE OWNERS OF A 20 FOOT OF FIRST AMERICAN TTRECOMPANY
WING SANTOS FACEMENT AND PICT-O-WAY FOR SHARONSIN RAIN MAINTENANCE AND OPERATION OF UNDERGROUND AND ABOVEGROUND COUMUNICATION SYSTEMS AS DISCLOSED BY DOCUMENT RECORDED IN THE AMOUNT OF $ 25.00 ALFONIA HAVE BEEN OMITTED UNDER PROVISIONS OF SECTION 56AJE OF THE SUBCOUNTY, SUBDYVISION MAP ACT.
SAID EASEMENT IS SHOWN HEREIN. LARRY WALKER
COMTY ANITOR
1/20/2005 9:44 AM COUNTY OF SAN BERNARDINO,
DEPUTY RECORDER
SHEET 2 OF 10 SHEETS
IN THE CITY OF VICTORVILLE
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TRACT MAP NO. 16792
SAN BERNARDINO MERIDIAN.
DH CIVIL ENGINEERING, INC. APRIL, 2004
ENGINEER'S NOTES:
2 INACATES MALMANTS FORA AS ANTER
GRAPHIC SCALE
200 100 200 O INDICARES SET 1° LP. TAGGED M.GE. 35100. CENTERLINE MONUMENTS SET 1/4" BELO FINISHE
SURFACE WITH BRASS TAG
(IN FEET ) a (RI) - RONCATES RECORO DATA PER P.ML NO. 1720, P.M.B. 14/05 1 inch 200 ft. 6 (R2) - INDICATES RECORD DATA PER P.M. NO. 11855, PAS 135/69-70. (RJ) - INDICATES RECORD DATA PER P.M. NO. 6313, P.M.B. 62/43. (R4) - INDICATES RECORD DATA PER P.M. NO. 7206, P.M.B. 77/84.
INDICATES SUBOYSION BOUNDARY LINE.
CSM AMONCATES "COUNTY SURVEYORS MONUMENT".
RAD - INDICATES RACIAL BEARINC.
FD - INDICATES FOUND.
IN - INALATES DUME.
PRC - INDICATES POENT OF REVERSE CURVE
N.V.A. - INDICATES NON-VEICULAR ACESS
17. 0 PARTES HOMENS RED OUT PER SCHEDULE OF TES FLED WITH THE CITY OF VCTORVLLE ENGNEERING ra TAS TRACT CONTAS 397 HUMBETICO LOTS.
CITY OF MCTORVLLE TENTATIVE TRACT TT-Q3--024
20. INDEX MAP
T.5.N., R. 5W. S.B.M.
PARCEL PARCEL 1 PARCEL 2
POR E BRASS CAR STARE 135/69-703s0 82/46
P.M. 11655 P.M.B. P.M. 6313 P.M.B.
5D 1° IP. TAOGED IS 4530 8
COEP TEU
SUTERLINE INTERSECTIO
261578° (2645.74
13еxOх (122267 R3)
1722.76 052287 82 A BIL
PAI MAS, •ROAD-
PAR Je 40| 41 42 43 44 45 46 47 48 49| 50| 51 53 54 55 56 57 58 50/60 61 62 63 84 65 66|67 88 69/70 71
WAR EAGLE STREET
200 273 272 245 221 220 195 194 169 STREET
325 324
300 297 274 271 245 222 219 170 167
STREET 223 166
301 296 275 270 218 197 182
322
P.M. 2223 269 PLACE 224 217 172 SHEET
SHEE PLACE SHEET 4 SHEET"
320 303 294 27 20c 225 210
P.M.B. PLACE 226 215
330 319 293 278 267
175 81
279 253 240 HAWK (2845 48° R:)
291 280 285 254 228 213 202 28577 17 ( 42 15 в1)
EACLECLIFF ST. 332 317 THUNDERBIRO
SANDP PER 264 255 REDWNG 229 212 THUNDERHA WA 203 160
316 290
289 282 263 256 237 230 211 204 178 159 ONTE
315
314 300 288 283 262 257 236 231 210 205 184 179
313 310 287 284 201 250 230 232 209 200 183
25 181 KITTY
BRACEO 337 299 234 233 208 207 182
BIG SHEET CHIEF STREET SHEET 8
SHEET 10
122 123124|123 126 127 128|128|130|131|132 135 154 515230 02 13 13910 101212321210/140142704129/011152153184 1850 121/120|119 118 117/116|115/114 115/112|111|110109 1005 1107 105 105 104 103 102 101 100 99 98996959392919080 MARICOPA:
2647.25
174/67-58
PARCEL J PARCEL 2 (BASES (F BEARINGS)
PAR P.M. 14290 322.7* (1322.78 RT)
P.M. 7206 IP.M.B. 77/84
P.M.B.
SE 1/4 SEC. 30
EASEMENT NOTES:
8047, PADE 1902 Q.R.
RECORDED MARCH 28, T9RE I RIXX AE7R PACE 871, GR
IN THE CITY OF VICTORVILLE SHEET 3 OF 10 SHEETS
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TRACT MAP NO. 16792
REING A SUBDIVISION OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 30, T. 5 N, R. 5 W., SAN BERNARDINO MERIDIAN.
DH CIVIL ENGINEERING, INC. JANUARY, 2005
GRAPHIC SCALE
NOTES:
EASEMENT NOTES:
4) SEE SHEET 2 FOR BOUNDARY SURVEY, INDEX MAP,
(IN FEET) EXISTING EASEMENT TO THE CITY OF
it. 10/26/1978 IN BOOK 8547, PACE 1952 OR. BASIC OF BEARINGS AND ENGINEER'S NOTES.
SYSTEMS, SLOPES AND WALLS
PAR. 4
P.M. NO. 11655 P.M.B. 135/69-70
N89'35'39'E 2645.78* (2645.74' R3)
1322.76' (1322.87 R2 * RJ)
1219.01
DOS ROAD
NON-VEHICULAR | PAI MAS 1112.46 ACCESS
N 89'35'39" E
93.40' 10.06 8200°
15. 1/1519 74.55
32' 32° 112.96 38 39
N0024 40 41
N89'35'39 E 37
2307-5000
12.00 6200°
FOR (42 BRASS CAP STAMPED 26.04 60.00
N69081 791.04
2310 RA ฿ 2110.00°
62.00° 63879* 6200' 3 WAR EAGLES STREET
36 2103 204.00'
1324,41" T-28.36-1-3005 2-137 100.00 040
N89
N893539E
115.83 325 324
6250304 R-50.001- 45.00
P.M.B. 21/71 STREET 02.00
35 I 30: ° 0" N 89'35'39" E 241.00'-
42.02° 120.00
120.00 60.00 326 50.00 323
62.00 600:.00. 60.00
34 244.00'
PAR. A 700.81 1:39.20
STREET 60.00° 791.00 60.000
62.00 50.00'
244.00'
N89°35'39"E 75100*
P.M. 2223 10.00° €0.00' 321
514.79* 328
6200275° 0200°
64.00* 244.00° SHEET
60.00 50.00 320
BRACEO 820021* POINT
6200 60.00 N 893039 E 249.00
N302421 W 120,00
850.99 60.00 8 319
330
62.00 8g N 893539° E 244.00
60.00' 120.00
N89'35'39'E N89:339E 8
122.73 120.00" 10.00* 331 318
32' 32° 48.05° 1893539 E 244.00°
10 6502 29 EAGLE
120,00
103.11: 100.00 332 317
193539E 203.11
S9:3539°E 305.51* $41.00'
8,0° 120.00'
EAGLECLIFF g STREET
N89'35'39 203.90' 333 316
101.07 102.85
N 0002'35* E 18935'39E 214.00°
120.00
28 50350-
334 315
199353815 44.27
121.44 22.83
N 89'35'390 E 244.00
81.00 61.00* 335.20* 120.00
12 V0o'24'21W 27 N 005421 * 823412
32' 32'
0002'3 50,00° 335 314
14.75 12. 9-3-39° E 122.83
393530 E 241.00
13 26 120.00°
336 313
SEE SHEET 10
IN THE CITY OF VICTORVILLE SHEET 4 OF 10 SHEETS
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TRACT MAP NO. 16792
ING A SUBDIVISION OF THE NORTH 1/2 OF THE NORTHEAST 1/4 CTION 30, T. 5 N. R. 5 W., SAN BERNARDINO MERIDIA
DII CIVIL ENGINEERING, INC. JANUARY, 2005
NOTES:
EASEMENT NOTES: SEE SHEET 2 FOR BOUNDARY SURVEY, INDEX MAP, + EASTING EASEMENT THE CITY OF MOTORMLLE TOE DEDICATE SEEN BASIS OF BEARINGS AND ENGINEER'S NOTES GRAPHIC SCALE 10/26/1978 IN BOOK 9547, PAGE 1932 O.R.
EASEMENT
CONSTRUCTION,
SYSTEMS, SLOPES AND WALLS.
(IN FEET ) PAR. 4
1 inch = 50 it. P.M. NO, 11655 P.M.B. 135/50-70
N89:3539° 2645.78' (2645.74" R3)
1322.76' (1322.87" R2 & R3)
1219.01
ROAD
1112.46' ACCESS
60.00° 00.00 G0.00
10P111120 10 1M as is No 0710 08 10 l so fl se 51
60.00 60.00 GU.UU DU.UU 00.00' 60.00* 00.00* 19100- 00.00' G0.00' N89 35 39E
1093539 WAR EAGLE STREET 2149.00
919.00
304,00 % 3U8.UU 307.00
N89'35'30*E 204.00 N89'35'39 E 208.00 N89'3539°E 207.00 104.00 104.00 104.00 104.00
-200:00
299 273 272
325 324 298 45.00
09:3539 244.00 248.00' N89:339 247.00
124.00° 124.00 121.00 124.00
326 323 6000° 300 297 6000* 6C.0° 274 60.00 271
093539 244.00' 248.00 247.00'
12. 9935-39 E 124.00 124.00'
124.00*
8 51.00 851.00'
322 50.00 301 5000° 296 6000* 275 0.00 270
327
248.00 247.00'
M89:3539 E 244.00 2093939° C
12400 24.00 124.00°
PLACE
50.00* 60.00 295 60.00 PLACE €0.00* 269
328 60.00° 321 302 g 276
N89'35'39 E 2490000 247.00' SHEET
244.00 1N993539° C 124.00'
SHEET R401
so. 6%. 30°
329 в0.00 320 294 30' 277
120000- 22000- 154.00 SEE
EE
60.00 60.00 293 €0.00* 278 80.00°
330 319 SANDPIPER
12 Be 35 30°E 48.00
N89:35397 144.000 24.01 124.00
60.00° sa.0o 60.00 305 292 60.00 60.00 279 €0.00 266
331 318
247.00'
N09389° 2900.00 12. 907549 E 2420000 124.00'
332 30.00° 6C.00* 50.00° 291 60.00° 280 265
317 306
248.00' 247.00* →
124.00 124.00
60.00* 00/24'21w N00-242/ N002421W 0024'21°н
333 316 60.00* 307 290 30.00 281 $ 264
1e gg:35 39 E 242.00
NA 3539E 20600° 124.00
*21*W
60.00 N00'24'21"W 60.00 10712 263
334 315 308 289 282
2490000đ 247.00
N8935-397 2200.000 12. g9 35 39 E
335 80 00° 309 6000* 288 283 262
314
N99'35 39"F 247.00' →
N8939-39E 1200.00 24200° 124.00
336 313 310 287 284 261
SEE SHEET 10 SEE SHEET 9
IN THE CITY OF VICTORVILLE SHEET 5 OF 10 SHEETS
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNI,
TRACT MAP NO. 16792
BEING A SUBDIVISION OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 30, T. 5 N, R. 5W., SAN BERNARDINO MERIDIAN.
DH CIVIL ENGINEERING, INC. JANUARY, 2005
GRAPHIC SCALE EASEMENT NOTES: NOTES:
SEE SHEET 2 FOR BOUNDARY SURVEY,
10/26/1978 IN BOOK 9547, PAGE 1932 O.R INDEX MAP, BASIS OF BEARINGS, RON TIE ON MILO ON SATE TO EAT ACE AND INT AND ENGINEER'S NOTES. 1 men = 30 it.
SYSTEMS, SLOPES AND WALLS
& ROAD PARCEL I
PAR. 4
P.M. NO. 11855 P.M.B. 135/69•70 P.M. NO. 8313 P.M.B. 82/43 893539°5 CENTER 2615.78' (2645.74 R3)
1322.76' (1322.87 R2 & R3) 103.75
72000 13302 (19287 83)
1210.01
DOS PALMAS ROAD
10' ACCESS
N893539 N.VA.1112.46 NON VEHICULAR
60.00 45.00 Offere
6 0°
30°
50 N00202 51 NO024'21*W 100252 N 0024
STREET
61.00° 61.00* 61.00' 81.00 0100* 110.00-01.00°
18935 Gao 7810 M N89:3539°
WAR EAGLE
919.00* 1230.00'
÷ 307.00
207.00* N89'35'39"E 208.00°
V89'35'39 E 104.00'
10207.000 104.00
1,000 220
273 272 247 45.00' 221
246
N 89'35'39" E 247.00 093539E 248.00'
1893339° 247.00'
123.00 124.00 124.00
274 271 60.00 248 50.00 222 219
245
247.00° N89'35'39'E 248.00' —
189:3539°E ROCK 12. 8935-39 E 121.00
1, 207.00% 124.00
30.20 8G 00° 88
275 270 60.00 249 244 223
247.00° N89'35'30"E 248.00°
8935'39E 12,247.00° 1209539 C 6,00 124.00
124.00
30° 30°
276 269 60.00° 250 243 10.00 1.00° 224 217
851.00'
247,00 N89 35 39E 248.00'
N9:3530° 247.00" 1N.803539° E
723.00 124.00 124.00
50.00* 251 €0.00 242 60.00 225 216 SHEET
277 60.00 268
60°
217.00 N8:35:39°5 248,00' →
N893539712320100 24.00 124.00
60.00 267 80.00° 252 241 60.00 226 $ 215
278 SE
SEE FEATHER REDWING
N89'35'39'E 248.00'
N8935397 247.00 207000- 124.00
60.00° 60.00* 851.00' 253 227 ฿ 214
279 266 240
N 80*35'10° 247.00 N89'35 39E 248.00'
- 124.00
N093039° 123047.00% 23.00° 124.00
265 03.00 254 239 60.00 228 ฿ 213
280
·700 248.00°
= 1210030397 C 124.00
60.00° 255 238 229 ฿ 212
281 264
247.00* 47.00 N9:3539 248.00°
N803630°5 23007 24 an 124.00
N 002425 W
263 250 237 230 100702 211
282 NO 60,00 N00242 *N N0021200
47.00 240.00
NB9 35'39°E 12287.00° A 893530 E
24.0 262 в0.co* 257 60.00° 236 231 ฿ 210
283
2220000 N89'35'39"E 248.00' —
NA935'39E 267.00 12993539 C 124.00°
284 || 235 232 209
261 258
SEE SHEET 9
IN THE CITY OF VICTORVILLE SHEET 6 OF 10 SHEETS
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TRACT MAP NO. 16792
BEING A SUBDIVISION OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 30, T. 5 N, R. 5 W., SAN BERNARDINO MERIDIAN.
DH CIVIL ENGINEERING, INC. JANUARY, 2005
NOTES:
GRAPHIC SCATE.
SEE SHEET 2 FOR BOUNDARY SURVEY,
INDEX MAP, BASIS OF BEARINGS
0/26/1978 IN BOOK 9547, PAGE 1932 O. AND ENGINEER'S NOTES. (IN FEET )
1 inch = 50 st.
PARCEL 1 PARCEL 2
P.M. NO. 6313 P.M.B. 62 / 43
฿ N8935'39'E 2645.78 (2645.74' R3)
1323.02' (1322.87 R3)*
1250.00
- -
61.00 61.00* 61.00' 61.00' 61.00 61.00 61.001
61.00' 61.00' 61.00*
N89'35'39 € 1130.00
WAR EAGI F
* N 893539 €
elo 1230.00
308.00 307.00°
308.00
N89'35'39"E 207,00
N89'35'39°E 208.00 100035397E 20.00.0
104,00
1200000*
194 168
220 195
221
248.00' N89'35'39"E 247.00'
189:3539° 248.00 124.00 124,.00
124.00
60.00' 60.00* 50.00 193 60.00' 60.00* 170 167
222 219 196
248.00' N89'35'39 E 247.00 →
Ne9 35 39°E 248.00' N89'35'39 E PLACE 124.00
124.00 PLACE 124.00' 124.00°
851.00' 88 851.00
29100. 218 30.00* 197 192 60.00 50.00° 171 : 166
223 751.00 731.00 751.00
N89'35'39'E 247.00* →
N89'35'39'E 248.00' 124.00
122, 24000 124.00
60.00$ 60.00 198 60.00 191 60.00 172 60.00' 165
224 60.00' 217 SHEET
SHEET
N8935'39'E 247.00'
N 89'35'39° E 2420000 124.00
N093538'E 12, 24900 124.00°
6|0° 6|0'
30° 30° 30° 30'
60.00' 60.00 190 60.00' 173 164
216 199
225
247.00' —
EE 09'35 39°E 248.00
122024800 12 99 35 39 E 124.00
THUNDERBIRD
THUNDERHAWK 10.00* 50.001 60.00 163
226 215 200 189
248.00$ 247.00* -
N693538E 1240224.00 12 893-39° E 124.00
188 50.00 162
227 214 201
248.00 247,00' —
N89'35'39*E 124024800° 12 093839 E 124.00
50.00' 60.00 187 $0.00$ 60.00° 60.00 161
228 60.00$ 213 202
247.00' →
N9:3539 248.00'
1240248.00 11N 8935-39 E 124.00
50.00* 60.00 160
229 212 203 186
00'24'21"W 00'24'21 "W 10024'21 "W
247.00'-
248.00 N002421 W
N89539E 12124800→ 124,.00
002421*
60.00° 60.00 178 159
211 60.00 204 185
N g
230
248.00' 247.00'→
2.80.3939 E 124.00°
205 184 60.00 60.00 179 158
231 210
N893539C 247.00' -
N89'35'39'E 248.00' 124.00
124. 22900° 12N 9935-39° E 12400
206 183 180 157
232 209
SEE SHEET 8
IN THE CITY OF VICTORVILLE SHEET 7 OF 10 SHEETS
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TRACT MAP NO. 16792
EING A SUBDIVISION OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OI SECTION 30, T. 5 N, R. 5 W., SAN BERNARDINO MERIDIAN
DH CIVIL ENGINEERING, INC. JANUARY, 2005
GRAPHIC SCALE
E AS CAP STAMPEC
RSH
PARCEL 2 70% %
P.M. NO. 6313 P.M.B. 62/43
3),
89'3539E 220r 201370 (204374 3)
ISSUE. 196.77
PALMAS ROAD
EASEMENT NOTES: N. VA. I E
DISTING 30
GRANT OF 2004-0793150 O.R. (E-519)
30°
•EXISTING SO FEET CASEMENT TO THE OFTY OF MCTORMLLE FOR STREETS, 60° 30* 30°
21°W 72,%
* ERSTING EASEMENT TO THE CITY OF MOTORSE COUNTA GO A CONSON, OR HIGHMAY ANO ROAO PURPOSES 69 123.00° No 267T 185.00° N80'35'30°E 10/26/1978 IN BOOK 8347, PAOE 1932 OR. 70 71 124.03
SYSTEMS COPES AND WALLS 73
45.00'
N353006000 1130,00
2149.00
137.0000 60.00
-E WAR EAGLE 9 STREET
N89'35'39'E
120000
NOTES: STREET
SEE SHEET 2 FOR BOUNDARY SURVEY, INDEX MAP, 60.00
BASIS OF BEARINGS AND ENGINEER'S NOTES. 169 168
45.00 N89:35°39° 247.00
123.00
170 167 60.00 60.00 caoo ACCESS
264571 (2845.48' R1)
N89'35'39°E 247.00
123.00
6000-00 1036.00 956.000 60.00 928995
171 166 60.00'
MRO 15:30°5 247.00
123.00
HAWK 10 l
172 8C.00 60.00°
93539°E
SHEET 32297 (133274 RI)
173 60.00' 60.00
00°
93039E NON- VEHICUL MONTE VISTA ROAD G 1030.02°
174 sa00* 50.00 00000x30000
N89'35'39°E KITTY
851.20
62.00 10.00* 81
175
NOC 24'21*0 1000112°%
176 60.00 NO0 242W 60.00°
N89'35'39"E 247.00
123.00 V0024'21 W
160 60.10
177
N89'35'39 E
N893539T 123267.00 119.65
178 159 60.30 84
1935397 189'35'30*
123247.00 192
179 60.00 158 30.00 60.50° 85
30-610° 30°
30° 500 Bas
N89:3539° 19:3539E
123247.00 118.83
180 157 ...I 86
SEE SHEET
IN THE CITY OF VICTORVILLE SHEET 3 OF 10 SHEETS
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
EASEMENT NOTES:
TRACT MAP NO. 16792
THE NORTH 1/2 OF THE NORTHEAST :/4 OF [XSANS 30
.R. 5W.. SAN BERNARDINO MERIDIAN
DH CIVIL ENGINEERING, INC. JANUARY, 2005 10/26/197E IN BOCK 9547, PAGE 1932 O.R
GRAPHIC SCALE
NOTES: YSTEMS, SLOPES AND HALL!
SEE SHEET 2 FOR BOUNDARY SURVEY, INDEX MAP, TLEGRAPH COMPANY FOR UNGETGROJND AND ABO (IN FEET ) BASIS OF BEARINGS AND ENGINEER'S NOTES. RECORDED WARCH 28. 1963, IN BOO 1878, PAGE 871, O.R. 1 inch = 5) it.
SEE SHEET SEE SHEET 7
6 1 85
231| 210 205 184 179 153
8 PLA 6 0° Sole
10'8 731.00 751.00 HAWK& STREET 934.00 0893539E
751.00' 12 003035 E IN B935e E 26,00- 118 83' 30'
109383971224000 30°
851.00' 851.00
60.00 00.00' 206 00.00° 183 60.00° 60.00 180 157 60.00* 60. 70° 86 60.70 000112W N. V.A.928.00 232 209
N0024'21 w THUNDERHAWK O0241 THUNDERBIRD NOO 24'21 V00'24'21"W 349.01° NOO 24'21"W 103502° 2430000 12 89-3539 E 227000* N89'35'39" -ROAD—
= M08:539 12124900 12 003030 € NOO24:21W 118.42 2645.71' (2645.48' R1) 002421 48.00° E N00 2421W- 0024'21 W 46.00° 10024'21 -§ KITTY 15.14
66.00° 207 182 181 56.00 156 87
233 208
104.00 104.00° 20820000* 04089595 E 2070200° 8935393 78.12 202.00
18935351 2338.79
1230.00 307.00' _189.75
308.00 308.00 o 478.79
BIG CHIEF STREET
-VISTA-
1307.45'
53.57 65.47 63.44 63.44 63.44 63.40 83.4 63.44 €3.44' 50.68
63.57 €3.57 63.57 1322.97* (1322.74' R1)
227.07 153 227.03 10%
141 150 152 113.50 154 227.00 15,50 0337
11327-30. 112307. - 37:24 113.50* 155
N. V.A 188.98 206.95*
N99 35'30°5 1346.83 Ç MONTE -t
5344 63.44 63.44 6344 63.44 63.44 10.01
63.57 6357 63.5% 83.57 63.07 0346 63.44
002421 m 002421ª w. N 00'24'21 * W N 0024'21" W 0001'12 Wi O0112 N 0024'21* W N 0024'21* 1003425% 113.60 · 0024'21" W 13.50 161* 97 94 93 92 91 90 88
102 101 100 99
63.44 63.44 63.44 63.44 49.41
63.57 53.57 635T 63.57 63.67 83.44 6S.4 63.44
N893347 150811 ROAD
MARICOPA
1417.85
1323.71
N 893547° € 2647.25
4-p20
(132274' RI) 1322.74
• SW 1/4, SECTION 23, T 5 N, R 5 W, S.B.M.
SEE • SHEET 2
IN THE CITY OF VICTORVILLE SHEET 9 OF 10 SHEETS
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TRACT MAP NO. 16792
EINS A SUBDIVISION OF THE NORTH 1/2 OF THE NORTHEAST 1/4 C ECTION 30, T. 5 N, R. 5 W., SAN BERVARDINO MERIDIA.
DH CIVL ENGINEERING, INC. JANUARY, 2005
GRAPHIC SCALE NOTES:
EASEMENT NOTES: SEE SHEET 2 FOR BOUNDARY SURVEY, INDEX MAP, BASIS OF BEARINGS AND ENGINEER'S NOTES.
(IN FRET >
l inch = 50 11
SEE SHEET 4 SHEET
SEE 5
309 283 262 257 236 231 210
288
751.00 26.000 751.00 242.00' →
N 80309 E 220900. 4893538°1 34990- 2 9358° E
5851.00 5000000 8L 851.00' REDWING & PLACE 6a01.00
310 ฿ 8 287 60.00° 284 261 258 235 60.00° 232 209
→ N 8930-38 E24800° N002421M 10024'21°W 247.00 MO02421 22200đ V002421W 1 398-30 E 123,00
N0024'21* w STREET 46.00 N0024'21"| W NOO24'21°W
N0024'21W -9000'00 56.00' 233 ES 00° 208
311 285 260 259 234
286
10 103.00' 103.00 104.00
124.CO 10%0893558°E 20200C0° N 893539 E 208.00
207.00 1 8935:306
208.00'
233879
33008936350 307.001 30700฿ 308.00
916.00° — 1479.78 SHEET
BIG CHIEF STREET
N 89'35'35* E 519.D61 635038307 81307.15
65.36 65.36 65.36 50.04 63.57 63.57 63.57 63.57
65.36 65.35°
27.66 136 137 138 140 141 142
131 ฿ 133 227.76 11350 135 139
128 129 130 132 134 187.74 11532762:
93.50*
N 893538 E 859.00' N 0024'21 W 287.71 FEATHER N9:3539 037680- - 65.36 85.36 65.36 70,04 70.00° 63.57 €3.57 63.57 63.57 65.57 85 38
NO024'21 W N 0024'21° W
N 0024'21" W 24.24 N 0024'21 W 002421W 2421°
110 108 114.16' 107 114.12' 106 105 BE 104 103 102 101
115 114 112 114.26' 109 30* 30° N 00Z
6 0°
T- 20.0-
50.05 83.57 N3.5T 63.57 63.57 83,57 63.57
05. 318.000 1893343 ... 1305.19
MARICOPA 94.10 ROAC
- E - ACCEPTED AS NE 1/TE COR. SEC. 30
2847.25'
PARCEL 2 SN 1/4, SECTION 23, T 5N, R 5 W, S.B.M.
P.M. NO. 7206 P.M.B. 77/84
IN THE CITY OF VICTORVILLE SHEET 10 OF 10 SHEETS
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TRACT MAP NO. 16792
BEING A SUBDIVISION O THE NORTH 1/2 OF THE NORTHEAST 1/4 OF ECTION 30. T. 5 N. R. 5 W. SAN BERNARDINO MERIDIAN.
GRAPHIC SCALE DH CIVIL ENGINEERING, INC. JANUARY, 2005 NOTES:
SEE SHEET 2 FOR BOUNDARY SURVEY, INDEX MAP,
EASEWENT NOTES: BASIS OF BEARINGS AND ENGINEER'S NOTES. • IN FEET Y
inch - 50 rt
SEE SHEET 3 SEE SHEET 4
12 27
335 314 309 288
1N. 893538 E 24735
N E N 893538° E 248.00'
348.01' STREE 129.00 851.00 124.00
STREET 13 3g 26 335.20*|
1139.20' 60.00° 60.00 60.00° 310 287
336 313
1324,411 * 893838° E 21525 N0241 N0024'21 W
248.00'
523.56* Jo' 30° 12.09309° E 24000 N 893850° €
61.00$ 14 61.00 25 61.00° 4002421
523.44 337 312 311 286
N 89'35'30" E 24571
122.88 122.83" POI
100.00' 104.00 104. CO
24 1 893539 C 204.00 193539E 208.00
15 61.00° $1.00*
N 89'36'39" E 23087908.000
304.00
18935390 4818 919.00
323.60 123.357 122.83 BIG CHIEF STREET
815. 00.
23 50.00 65.30 65.36 65.35 35.36 65.35 65.36
BRACEO 61.00* 16 61.00°
N 89'35'39* E 24880
32° 32' 123.83
122 123 124 2780800 125 126 127 129
128
18 17 10024'21W 01.00 22 61.00°
N 0002'35° € N0024'21 W
N 8935'30 E 22245
859.03
70.00 65.33 55.36 65.35 65.36 65.36 • 65.36
18 21 30° 30°
61.00 61.00° 0024'21w 21° w
12439-38 E 243635 N 0024'21* W M.00 002621 0026'2 114.62 00212* 121 120 119 118
48.40$ 58.50 20
19 49.99' 65.36' 65.36 85.36 65.36
200200
-E MARICOPA ROAD
310,40' 918.00
1323.54 (132.62' R4)
N883547E 2647.25
PAR. 2 PARCEL 1 PARCEL 2
80° 40'
P.M. 14290 40'
P.M.B. 174/57-58l P.M. NO. 7206 P.M.B. :77184
EXHIBIT C
APPROVED ENGINEER'S COST ESTIMATES
City of Victorville, Public Works Department, Public Works, Engineering, Water
ENGINEER'S COST ESTIMATE FOR OFF-SITE PUBLIC IMPROVEMENTS ONLY TOTAL TRAFFIC SIGNAL LJT. $ - DRY UTILITY TRENCHING
$
Faithful Performance Security Amount*: $ INSPECTION FEE:
Labor & Material Security Amount*: $ - TOTAL LINEAR FOOTAGE TRAFFIC SIGNAL PLAN CHECKING FEE: $ - 0 LF-100 LF = $78.00 Min TRAFFIC SIGNAL CONST. PERMIT & INSP. FEE: 101 LF-200 LF = $78.00 + $0.24/LF TOTAL WATER COST EST!! $ 257,162,40 201 LF + = $102.00 + $0.16/LF Faithful Performance Security Amount*: $ 257,162.40
*Securities shall be provided in accordance with Victorville Municipal Code, Labor & Material Security Amount*: $ 128,581.20
$17.64,060. The Faithful Performance portion shall be at 100% of the * WATER PLAN CHECKING FEE: $ 10,714.87 approved Engineer's Cost Estimate of the required improvement. The Labor CIVIL & Material portion shall be at 50% of of the approved Engineer's Cost NATE OF CALIFORNI WATER CONST. PERMIT & INSPECTION FEE: $ 10,714.87
Estimate of the required improvement.
TOTAL RECLAIM WATER bST EST. $ as 5 Stamp
Faithful Performance Security Amount*: $ TOTAL PLAN CHECKING FEE** Labor & Material Security Amount*: $ $ 78,360-62 74550 12/31/2025 REC. WATER PLAN CHECKING FEE: $ R.C.E. # Exp. Date
REC. WTR CONST. PERMIT & INSPECTION FEE: $ TOTAL CONSTRUCTION PERMIT TOTAL DRAINAGE COST LIT. $ & INSPECTION FEE**
Faithful Performance Security Amount*: $ $ 78,422.24
Labor & Material Security Amount*: $ ** There may be additional fees that pertain to your project. Please see the Engineering Schedule of Fees and Charges for DRAINAGE PLAN CHECKING FEE: $ Services for a complete list of fees required for your project.
DRAINAGE CONST. PERMIT & INSPECTION FEE: $
TOTAL SEWER COST EST! $ 67,210.00
Tract No. 16792, Pacific Communities
Faithful Performance Security Amount*: 67,210.00
Labor & Material Security Amount*: 33,605.00
SEWER PLAN CHECKING FEE: $ 3,188,40 FP Security: $2,632,794.67 SEWER CONST. PERMIT & INSPECTION FEE: $ 3,188.40 L&M Security: $1,300,084.34 TOTAL STREET COST ES!! $ 2,048,578.40 PLACE ENG/WTR CASE LABEL HERE Faithful Performance Security Amount*: $ 2,048,578.40
Labor & Material Security Amount*: $ 1,024,289.20
STREET PLAN CHECKING FEE: $ 64,457.35
STREET CONST. PERMIT & INSPECTION FEE: $ 64,457.35 Approved TOTAL MONUMENTATION. LOST EST. Victowille 02/05/25
$ 32,626.00 Fredy A. Bonilla, PE
Faithful Performance Security Amount*: $ 32,626.00 City Engineer MONUMENTATION INSPECTION FEE: $
4/29/2025
VICTORE ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
CALIFORNIA LOCATION: Maricopa Road & Monte Vista Road
DATE: April 22, 2025
STREETS BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
PAVEMENT
3" Asphalt Concrete $1.31 S.F.
3.5" Asphalt Concrete $1.53 S.F. $
4" Asphalt Concrete $1.75 S.F. $
5" Asphalt Concrete $2.19 S.F. $
5.5" Asphalt Concrete $2.41 S.F. $
6" Asphalt Concrete $2.63 S.F. $
Z" Asphalt Concrete $3.06 S.F. $
8" Asphalt Concrete $3.50 S.F. $
Crushed Aggregate Base $30.00 CY $
Crushed Aggregate Base $0.21 CY $
Crushed Aggregate Base $0.21 CY $
Crushed Aggregate Base $0.21 CY $
Crushed Aggregate Base $0.21 CY $
Crushed Aggregate Base $0.21 CY
Crushed Aggregate Base $0.21 CY $
Asphalt Concrete &/or P.C.C. Removal $60.00 C.Y $
A.C. Curb $15.00 L.F.
A.C. Repair $200.00 C.Y
Slury Seal, Type 1 97,500 $0.50 S.F 48,750.00
Slurry Seal, Type I| $0.75 S.F.
1" Asphalt Cap - Red Wing Place 29,800 $2.50 S.F. 74,500.00 1" Asphalt Cap - Feather Rock Street 28,600 $2.50 S.F $ 71,500.00 1" Asphalt Cap - War Eagle Street 16,500 $2.50 S.F $ 41,250.00 1" Asphalt Cap - Big Chief Street 22,600 $2.50 S.F $ 56,500.00 Sub Total Pavement: $ 292,500.00
CURB & GUTTER
6" Curg & Gutter,
$20.00 L.F. $
per City Standard S-09
8" Curb & Gutter,
$25.00 L.F. $ -
per City Standard S-09
Cross Gutter, per City Standard S-05 $5.50 S.F. $
Cross Gutter with Spandrels $8.74| S.F. $
P.C.C. Alley Gutter $10.25| L.F. $
$
$
$
$
Sub Total Curb & Gutter: $
P.C. CONCRETE
4" Thick Residential Sidewalk (6' wide) 96,600 $7.50 S.F. 724,500.00 4" Thick Commercial Sidewalk (10' wide) $7.50 S.F. $
6" Thick Residential Drive Approach, $6.13 S.F. $ -
per City Standard S-02 (12' wide)
4/29/2025
LICTORL ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
CITY ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
LOCATION: Maricopa Road & Monte Vista Road
DATE: April 22, 2025
STREETS BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
P.C. CONCRETE CONT'D
6" Thick Residential Drive Approach, 36,800 $6.13 S.F. $ 225,584.00 per City Standard S-02 (18' wide)
6" Thick Residential Drive Approach for
Knuckles & Cul-de-Sacs, $6.13 S.F. $
per City Standard S-02A (24' wide)
6" Thick Residential Drive Approach, $6.13 S.F. $
per City Standard S-02 (24' wide)
8" Thick Commercial Drive Approach, Type $12.50 S.F. $
1, per City Standard S-03 -
8" Thick Commercial Drive Approach, Type $12.50| $ -
S.F.
2, per City Standard S-03
8" Thick Commercial Drive Approach, Type $12.50
S.F. $
3, per City Standard S-03
Curb Ramp per City Standard S-11A 24 $5,000.00 EA $ 120,000.00 P.C.C. Alley Intersection $9.50 S.F. $
Reinforced Concrete $575.00 C.Y. $
$
$
$
$
Sub Total P.C. Concrete: $ 1,070,084.00
MISCELLANEOUS UTILITIES
Dry Utility Trenching L.F. $
$ :
$
Sub Total Miscellaneous Utilities $
UNDERGROUNDING EXIST. UTILITIES
Relocate Power Poles $30,000.00 EA -
Remove Power Poles EA $
$
$
$
Sub Total Undergrounding of Existing Utilities $
MISCELLANEOUS
Earthwork Cut $18.00| C.Y. $
Earthwork Fill $25.00 C.Y. ..
$
Trenching $3.50 L.F. $
Backfill $3.50 L.F. $
Crushed A.B. under Sidewalk 96,600 $5.00 SF $ 483,000.00 Adjust Manhole to Grade 4 $250.00 EA 1,000.00
$0.75 L.F. $
Truncated Dome Panels per APWA 24
$600.00 EA $ 14,400.00
Standard 111-3
4/29/2025
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
CTORVELES
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
CALIPORNA LOCATION: Maricopa Road & Monte Vista Road
DATE: April 22, 2025
STREETS BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
Tree Removal $665.00 EA $ -
MISCELLANEOUS CONT'D
Tree Wells & Covers $85.00 EA $
Hand Railings $45.00 LF $
Street Lighting $2,500.00 AC
$ .......
$
$
Sub Total Miscellaneous: $ 498,400.00
TRAFFIC CONTROL
Striping Removals $2.00 L.F $
2" to 4" wide Pavement Striping $2.00 L.F $
4" wide Pavement Striping $1.00 L.F $
8" wide Pavement Striping $2.00 L.F $
12" wide Pavement Striping 120 $3.00 L.F. 360.00
Pavement Markings 4 $250.00 EA $ 1,000.00
Traffic Signs $275.00 EA $
Street Name Signs $383.33 EA
Sign Removals $175.00 EA $
Replace Vehicle Detector Loops $400.00 EA $
Guard Rail/Barricade $48.00 L.F. $
Guide Markers $18.00 EA $
Remove Temporary Turnaround $710.00 EA $
Construct Temporary Turnaround $1,400.00 EA $
Traffic Control Plans L.S $
$
$
$
$ 12000
Sub Total Traffic Control: $
Sub-Total Streets: $ 1,862,344.00
10% Contingency: $ 186,234.40
TOTAL STREET COST: $ 2,048,578.40
4/29/2025
OF ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
CEPOBHI LOCATION: Maricopa Road & Monte Vista Road
DATE: April 22, 2025
SEWER BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
PIPES
4" PVC/VCP Lateral per Standard SS-03 $ 60.00 L.F. $
6" PVC/VCP Lateral Per Standard SS-03 65.00 L.F.
8" PVC/VCP Sewer Main 75.00 L.F. $
10" PVC/VCP Sewer Main $ 80.00 L.F.
12" PVC/VCP Sewer Main $ 85.00 L.F.
15" PVC/VCP Sewer Main $ 100.00 L.F. $
18" PVC/VCP Sewer Main $ 120.00 L.F. $
21" PVC/VCP Sewer Main $ 145.00 L.F.
24" PVC/VCP Sewer Main $ 170.00 L.F.
27" PVC/VCP Sewer Main $ 185.00 L.F.
30" PVC/VCP Sewer Main $ 195.00 L.F.
33" PVC/CP Sewer Main $ 210.00 L.F.
36" PVC/VCP Sewer Main $ 225.00 L.F.
39" PVC/VCP Sewer Main $ 240.00 L.F.
42" PVC/VCP Sewer Main $ 260.00 L.F.
45" PVC/VCP Sewer Main $ 280.00 L.F.
48" PVC/VCP Sewer Main $ 300.00 L.F.
$
Cast Iron Pipe $ 8.25 L.F. CA CA
Sub Total Pipes: $
MANHOLES
48" Diameter Manhole per Standard SS-01 $ 2,500.00 EA $ 60" Diameter Manhole per Standard SS-01 $ 7,500.00 EA $ 48" Sewer Drop Manhole per Standard SS-07 3,250.00 EA
60" Drop Manhole per SS-07A $ 5,750.00 EA $
Sewer Manhole w/Internal Sewer Main Drop per
$ 8,000.00 EA $
Standard SS-07A
Adjust Manhole To Grade $ 400.00 EA $ 5,600
Connect to Exist. Manhole 2,500.00 EA
Reconstruct Manhole Bottom 1,000.00 EA $
Concrete, Class 1, 3250 PSI (Manhole Bases, Sewer C.Y.
$
Saddles, etc.)
$
$
Sub Total Manholes: $ 5,600
4/29/2025
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
LOCATION: Maricopa Road & Monte Vista Road
DATE: April 22, 2025
SEWER BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
SADDLES/REPAIR
Sewer Saddle per Standard SS-09 184 $ 250.00 EA $ 46,000 Sewer Clean Out per Standard SS-04 $ 600.00 EA $
Saddle Connection 1,000.00 EA $
Adjust Cleanout To Grade 2 $ 200.00 EA
Trench Repair $ 3.50 S.F. $
$
$
Sub Total Saddles/Repair: $ 46,400
SPECIAL CONSTRUCTION
Extra Depth Construction (10'-12') $ 4.15 L.F. $
Extra Depth Construction (12'-14) 7.00 L.F. $
Extra Depth Construction (14'-16') 10.00 L.F.
Extra Depth Construction (16'-18) $ 13.00 L.F.
Extra Depth Construction (18'-20") $ 16.00 L.F.
Extra Depth Construction (20'-22) $ 19.00 L.F.
Extra Depth Construction (22-24) $ 22.00 L.F.
Extra Depth Construction (24'-26') $ 25.00 L.F.
Jack and Bore Operations 1,100.00 L.F.
$
Sub Total Special Construction: $
CASING
16" Steel Casing $ 80.00 L.F. $
24" Steel Casing $ 100.00 L.F. $
30" Steel Casing 125.00 L.F. $
36" Steel Casing 150.00 L.F. $
$
Concrete Encasement 25.00 L.F. $
Special Encasement $ 35.00 L.F. $
$
$
$
Sub Total Casing: $
BEDDING
Pipe Bedding, Less than 18" $ 2.50| L.F.
Pipe Bedding, Greater than 18" 5.00 L.F.
Unstable Bedding 7.00 L.F. $
$
4/29/2025
OF ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
CITY ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
LOCATION: Maricopa Road & Monte Vista Road
DATE: April 22, 2025
SEWER BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
BEDDING CONT'D
$
Sub Total Bedding: $
MISCELLANEOUS
Breaking Pavement & Resurface - A.C. $ 7.00 S.F. $
Breking Pavement & Resurface - Concrete $ 13.00 S.F. $
Stub & Plug Ends $ 100.00 EA
Chimneys $ 900.00 EA $
Backwater Valve 26 $ 350.00 EA $ 9,100
Tees & Wyes $ 90.00 EA $
TV Inspections $ 1.75 L.F. $
Traffic Control LS $
$
$
Sub Total Miscellaneous: $ 9,100
Sub-Total Sewer: $ 61,100
10% Contingency: $ 6,110
TOTAL SEWER COST: $ 67,210
4/29/2025
MICTORE, ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
LOCATION: Maricopa Road & Monte Vista Road
CALIFORN
DATE: April 22, 2025
WATER BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
MAINLINE
4" PVC C-900, Class 305 $ 31.00 L.F. $
6" PVC C-900, Class 305 $ 42.00 L.F. $
8" PVC C-900, Class 305 $ 55.00 L.F. $
10" PVC C-900, Class 305 $ 62.00 L.F.
12" PVC C-900, Class 305 $ 68.00 L.F. $
16" PVC C-905, Class 235 84.00 L.F.
18" PVC C-905, Class 235 $ 106.00 L.F.
20" PVC C-905, Class 235 124.00 L.F.
24" PVC C-905, Class 235 289.00 L.F.
4" CMLC Pipe, 10GA Min. Steel Wall Thickness $ 31.00 L.F. 6" CMLC Pipe, 10GA Min. Steel Wall Thickness 42.00 L.F. 8" CMLC Pipe, 10GA Min. Steel Wall Thickness $ 55.00 L.F. $ 10" CMLC Pipe, 10GA Min. Steel Wall Thickness $ 62.00 L.F. $ 12" CMLC Pipe, 10GA Min. Steel Wall Thickness $ 68.00 L.F. $ 16" CMLC Pipe, 10GA Min. Steel Wall Thickness $ 84.00 L.F. 18" CMLC Pipe, 10GA Min. Steel Wall Thickness 106.00 L.F. $ 20" CMLC Pipe, 10GA Min. Steel Wall Thickness $ 124.00 L.F. 24" CMLC Pipe, 10GA Min. Steel Wall Thickness 289.00 L.F. 4° CMLC Pipe, 0.25" Min. Steel Wall Thickness $ 31.00 L.F. 6" CMLC Pipe, 0.25" Min. Steel Wall Thickness $ 42.00 L.F. 8" CMLC Pipe, 0.25" Min. Steel Wall Thickness 55.00 L.F. 10" CMLC Pipe, 0.25" Min. Steel Wall Thickness 62.00 L.F. 12" CMLC Pipe, 0.25" Min. Steel Wall Thickness 68.00 L.F.
MAINLINE (cont'd)
16" CMLC Pipe, 0,25" Min. Steel Wall Thickness - $ 84.00 L.F. 18" CMLC Pipe, 0.25" Min. Steel Wall Thickness 106.00 L.F. 20" CMLC Pipe, 0.25" Min. Steel Wall Thickness 124.00 L.F. $ 24" CMLC Pipe, 0.25" Min. Steel Wall Thickness $ 289.00 L.F. $ $
$
Sub Total Mainline: $
HOT TAP
Hot Tap - 4" 1,750,00 EA $
Hot Tap - 6" 2,000.00 EA $
Hot Tap - 8' 2,250.00 EA $
Hot Tap - 10" 2,500.00 EA $
Hot Tap -12" $ 2,750.00 EA $
4/29/2025
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
CALIFORNN LOCATION: Maricopa Road & Monte Vista Road
DATE: April 22, 2025
WATER BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
HOT TAP CONT'D
$
$
Sub Total Hot Tap:
METERS & SERVICE LINES
3/4" Water Meter with Service Line $ 1,830.00 EA $
3/4" Water Meter without Service Line $ 479.00 EA $
1" Water Meter with Service Line $ 2,031.00 EA $
1" Water Meter without Service Line 184 $ 651.00 EA $ 119,784.00 1-1/2" Water Meter with Service Line $ 2,951.00 EA $
1-1/2" Water Meter without Service Line $ 1,215.00 EA $ 2" Water Meter with Service Line $ 3,234.00 EA $
2" Water Meter without Service Line $ 1,786.00 EA $
3" Water Meter with strainer $ 2,386.00 EA $
4" Water Meter with strainer $ 3,270.00 EA $
6" Water Meter with strainer 5,045.00 EA $
8" Water Meter with strainer $ 6,462.00 EA $
$
$ -
Sub Total Meters & Service Lines: $ 119,784.00
4/29/2025
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
CALIFORN LOCATION: Maricopa Road & Monte Vista Road
DATE: April 22, 2025
WATER BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
VALVES
4" Gate Valve $ 700.00 EA $
6" Gate Valve $ 1,000.00 EA $
8" Gate Valve $ 1,350.00 EA $
12" Gate Valve $ 2,200.00 EA $
$
12" Butterfly Valve 2,200.00 EA co co
16" Butterfly Valve 4,500.00 EA
CA CA CA CA
18" Butterfly Valve 6,800.00 EA
20" Butterfly Valve 8,000.00 EA $
$
1" Air Vacuum Valve 3,000.00 EA $
2" Air Vacuum Valve 5,000.00 EA $
$
$
Sub Total Valves:| $
BACKFLOWS
3/4" Reduced Pressure Backflow Device $ 1,700,00 EA
1" Reduced Pressure Backflow Device $ 2,000.00 EA
1-1/2" Reduced Pressure Backflow Device $ 2,800.00 EA
2" Reduced Pressure Backflow Device $ 3,500.00 EA
3" Reduced Pressure Backflow Device EA
4" Reduced Pressure Backflow Device EA
6 Reduced Pressure Backflow Device EA
8" Reduced Pressure Backflow Device EA $
$
$
Backlow Test (RP) $ 65.00 EA $
$
$
Sub Total Backflows: $
FIRE SERVICE
RPDCA, Reduced Pressure Bailow Device for Fire
$ 25,000.00 EA $ -
Services
Standard Fire Hydrant, High-Pressure Dry Barrel
w/Traffic Break Away, Mueller or American Flow
$ 4,750.00 EA $ 114,000.00
Control, Model Super Centurion, American Darling or
Waterous
$
4/29/2025
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
CALIFORN LOCATION: Maricopa Road & Monte Vista Road
DATE: April 22, 2025
WATER BY: Hunsaker & Associates
Item Description Quantity Unit Cost Unit Cost
FIRE SERVICE (cont'd)
$
$
Sub Total Fire Service: $ 114,000.00
MISCELLANEOUS
Water Sampler Station $ 500.00 EA $
Thrust Block $ 350.00 EA $
Remove Thrust Block $ 200.00 EA $
Adjust water valve can to grade $ 300.00 EA $
Trench Repair $ 3.50 S.F. $
Pump Station $ 1,100,00 GPM
Disinfection Facilities (CL & NH3 System) 500,000.00 EA $ Regulating Facilities $ 250,000.00 EA
Water Storage Tank $ 1.25 GAL. $
Blow Off 5,000.00 EA
Traffic Control L.S.
$
$
Sub Total Miscellaneous: $
Sub-Total Water: $ 233,784.00
10% Contingency: $ 23,378.40
TOTAL WATER COST: $ 257,162.40
4/29/2025
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
OF
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 16792
LOCATION: Maricopa Road & Monte Vista Road
CALFORNN DATE: April 22, 2025
MONUMENTATION BY: Hunsaker & Associates
184 TR 16792
No.of Lots Subdivision No.
ROBERT Brian Lowell, PE Hunsaker & Associates
Prepared By
NO. 74550
* *
74550 12/31/2025
CIVIL
NOTE OF CALIFORNS R.C.E. Number Expiration Date
Engineer's Stamp
Item Description Quantity Unit Cost Unit Cost
PROPERTY BOUNDARIES
2" Iron Pipe or Lead w/Brass Tag for setting Tract $40.00 EA $ -
Boundary Corners
1" ron Pipe or Nail w/Brass Tag for setting in Face $40.00 EA $ - or Top of Wall for Rear Lot Corners
Nail for setting at Top of Curb on prolongation of 684 $40.00 EA $ 27,360.00 Side Lot Lines
$
$
Sub Total Property Boundaries: $ 27,360,00
Intersections/Centerlines/BCR's/ECR's
1" Iron Pipe or Lead w/Brass Tag for settingal all
Street Intersections, Street Centerlines, BC's, EC's, $100.00 EA $ 2,300.00 & PRC's
$
$
Sub Total Intersections/Centerlines/BCR's/ECR's: § 2,300,00 Sub-Total Monumentation: $ 29,660.00
10% Contingencies: $ 2,966.00
TOTAL
$ 32,626.00
MONUMENTATION COST:
4/29/2025
LANDSCAPE MANAGEMENT ASSESSMENT DISTRICT
BOND FORMAT
Developer: Pacific Communities Builder
Tract: 16792 _Linear Footage 849 _Square Footage 8,490
Streets: Dos Palmas Road
Prepared by: Hunsaker & Associates Date: May 5, 2025
ITEM DESCRIPTION TOTALS
1 Irrigation Materials ($6.00 s/f) $ 50,940.00
2 Plant Materials ($4.25 s/f) $ 36,082.50
3 Finish Grading ($0.50 s/f) $ 4,245.00
4 Soil Preparation ($1.50 s/f) $ 12,735.00
5 Standard S-09 Curbing ($26.25 I/f) $ 22,286.25
6 Drains (1 in 100' - 150' @ $400.00 each) $ 3,396.00
7 LMAD Block Walls ($50/lf) $ 42,450.00
Subtotal $ 172,134.75
20% Plan Preparation fee $ 34,426.95
Contingency fee of 10% $ 20,656.17
Grand total $ 227,217.87
Faithful Performance (100%) $ 227,217.87
Labor & Materials (50%) $ 113,608.94
Approved
(Victorille 02/05/25
Fredy A. Bonilla, PE
СА ПРОНА City Engineer